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CONCWS SLAB w/ <br />VAPOR BARRIRR & <br />6X6-WI.4xWl .4 <br />W.W.F. <br />COMPACfRl2 <br />GRANULAR FI-L-7 <br />16"x 26" CMU <br />rILA51tIZ w/ 6- <br />#5'5 VeRTKAL <br />EXPAN510N JOINT <br />w/ %&Mf <br />4" CONG. WALK <br />Pmw # 56 V M-5. FOR <br />5TV. LAP a VRRfIGAI. <br />WALL WINF. ONLY <br />18" PVC CONE. <br />BA5E FLA5HIN6 <br />FINI5HEi7 <br />GRAM iv <br />5M $1M h <br />PLAN <br />FILL CMU <br />FOI WA11ON WALLS Ll <br />SOLID W/ GROUlr <br /># 5 DIM,5. a 16" — <br />O.G.-ALtERNAfe II <br />HOOK5 _ <br />c <br />�I <br />T7 <br />1 <br />11001 <br />12" CMU WALL 41 / 2" 5fOWFRONf <br />RXPAN51ON JOINT <br />w/ 5e&ANf "—X <br />CONCK-ir 5LAB w/ 6x6-WI.4xw.4 W.W.F. <br />ON VAPOR BARRIPR <br />im'I— <br />• r <br />• <br />a <br />6XPAN51ON JOINT <br />w/ 5e&ANf (TN?.) s <br />GONCRR7e SLAB ( IN1 elaOR) <br />w/ VAPOR BAMR <br />6 x 6-WI.4 x WI.4 <br />W.W.F. <br />=a-i1 X <br />° ° e <br />COMPACTEP <br />GRANT LAR FILL <br />�4'#4<a1611O.G. <br /># 5 HORIZ. TOP & BOf. <br />FILL CMU FOU VA710N <br />WALL5 SOLID W/ GROU.If <br />— 3-# 5 CONE. <br />)71 <br />° <br />BfM. FfG. III=III III-III—IIIyr41I=1 I I I CIL E0. 1'-0' EQ. B1'M. FfG.—� �' <br />BfM. FTG. <br />#5 a 10" EACH WAY MOW FIN15H 2'-C" MOW FIN15H <br />FIN. GRAD 4'-2" 2'-O" L GRAM qGRAM. <br />3/4" = 1'-O" NOTE: SEE F03 FOOTING SCHEDULE DET-SF3 3/4"=V-0" NOTE: SEE F05 FOOTING SCHEDULE DET-SF01 3/4"=V-O" NOTE: SEE F06 FOOTING SCHEDULE DET-SF02 <br />3 1 EXTERIOR PILASTER FTG . SECTION 2 1 TYPICAL FOOTING SECTION I I TYPICAL FOOTING SECTION @ STOREFRONT <br />V-2 1 /2„ CL <br />N0m: <br />1.) 12:fAl� I OF TH15 5HMf WFL Aa512 1fAll, i OF 5HMf 52F. <br />2,) I9l�rAl� 2 OF fH15 51-ff WTI,AC�519 1fAIl� 2 OF 5HMf 52F. <br />5.) nll�rA1L, 3 OF TH15 51-I f WT1,Aa5 P�rAll. I OF 5HMf 531`. <br />4.) n�rAl� 4 OF TH15 51­11 I:f MPI.Aa512:fAll, 4 OF 5HMf <br />5.) &I, OTH- k 12�fAll.5 Appl,Y. <br />f5 56 COL. - <br />12" CMU WALL <br />18" PVC GONE. <br />BA5e FLASHING <br />FINI5HeD GRAM <br />See 51M PLAN <br />16"X28" CMU I=1 <br />PLA51U W 6 <br /># 5 VW. AND <br />#3 fIR5 a 8" O.G. I- <br />I <br />1 1I— <br />i` <br />.1� FOO`fIINMG/ � 4'-6" SQ. <br />r FILL NOTCH <br />w/ GROUT <br />eXPAN51ON JOINT <br />w/ %&mf <br />CONC. SLAB <br />° ax x <br />811 YJ 211 YJ I I BASS I� <br />w/ 2-1" 0 ".'s <br />AT 81/ 2" O.G. <br />r-(6) #g a 12" <br />O.C. I:.W. <br />3/4" = 1'-0" NOTE: SEE F01 FOOTING SCHEDULE DET-SF13 <br />COLUMN FOOTING SECTION @ WALL <br />M <br />co <br />M M <br />® <br />rn rn <br />v <br />X <br />Z� <br />® <br />0 <br />00 <br />U Z <br />N <br />® <br />c <br />OZ� <br />U ' <br />�( W <br />w <br />ac <br />Z� <br />C7 oa <br />wo <br />F� M <br />J <br />Qcc(i <br />F— <br />} CA <br />W <br />W <br />p <br />�L <br />o <br />m� <br />Z <br />-� <br />0 <br />Q= <br />LL <br />o <br />'i�a <br />NCAW <br />J <br />s tt1 N <br />LL <br />W <br />1 r <br />U— <br />ItEVISION <br />c <br />o <br />Z <br />z. <br />3. <br />W <br />4. <br />ARCHITECT: <br />DRAFTSWW: <br />CHECKED BY: <br />D1/31/96 <br />3A <br />